Q. The compression resulting from a long term static load and consequent escape of pore water is _____________

View solution

Q. If increases in the water content due to an increase in the volume of voids is known as _________

View solution

Q. Compression of soil, under short duration of moving or vibratory loads is _________

View solution

Q. Slow vertical deformation occurs when a compressive load is applied to a laterally confined layer of sand.

View solution

Q. The compressibility of clays may also be caused by the following factor.

View solution

Q. The mechanics of consolidation was demonstrated by ___________

View solution

Q. Excess pore pressure is also known as ___________

View solution

Q. In fluid flow calculations, water is considered as incompressible.

View solution

Q. The delay caused in consolidation by the slow drainage of water out of a saturated soil mass is called as __________

View solution

Q. The reduction in volume of soil which is due to squeezing out of water from the voids is __________

View solution

Q. After the hydrostatic pressure is reduced to zero, some compression of soil takes place by the process of _________

View solution

Q. Secondary consolidation is also known as __________

View solution

Q. If a soil is confined in a consolidometer, then at equilibrium stage, the applied pressure is equal to ____________

View solution

Q. The virgin compression curve is the curve between _______________

View solution

Q. The straight portion of the virgin compression curve is given by the empirical formula _______________

View solution

Q. In a semi logarithmic plot, the virgin compression curve becomes

View solution

Q. The compression index is a dimensionless quantity.

View solution

Q. The compression index is given by _________

View solution

Q. The difference in voids ratio ∆e of initial and increased pressure is given by __________

View solution

Q. The expansion index is a ‘curve’ on semi log plot.

View solution